Site PlansIPFIPFIPFIPFIPFIPFMETALPOSTIPFIPFIPFCIRFIPFOLD TAX ID.#316.9-1-2RESIDENCEGARAGEPAVED DRIVEWAYBLACKTOP DRIVESHORELINE SHORELINE10.3'9.1'9.5'S 6°41'51" EN 81°08'40" W172.73'72.00'132.31'70.35'67.34'N 76°04'00" ES 0°33'33" E47.10'N 81°08'40" W184.19'N 7°06'22" E TIE LINE PROPERTY LINE 185'±ALONG HUDSON RIVERSHORE LINEHUDSON RIVER
BIG BAY ROADOVERHEAD WIREPOLE NM 25POLE NM 26OVERHEAD WIRELANDS NF-AMES W PARRISHLOIS - PARRISHBOOK 6 PAGE 101TA; ID 316511LANDS NF-AMES - VAN DE WALKATHERINE P VAN DE WALBOOK 366 PAGE 2TA; ID 316515LANDS NFTHOMAS G PORTUESEBETH G PORTUESEBOOK 5306 PAGE 2TA; ID 316122MAP NOTE:TAX MAP #316.9-1-2 ANDTAX MAP #316.9-1-4 WASABSORBED BY TAX MAP#316.9-1-3 AND MADE ASONE LOT.(DEED b.5841 p.117)50' SETBACK25' SETBACK100' SETBACK25' SETBACK327327326
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324319321322 317318319320321322323NEW DRIVEWAYEX. DRIVEWAYTO BE IMPROVEDPROP. 1500 GAL.SEPTIC TANKOLD TAX ID.#316.9-1-3LIMITS OFDISTURBANCE=26,700 SFLIMITS OFDISTURBANCE= 26,200 SF318320325 PROP. 6 - 60 LFABSORPTIONTRENCHESPROP. D - BOXWVSTEX. WOODEN STAIRSTO BE REPAIREDNEW PATIO20' X 40'NATURAL ROCKSTEPPED SLOPESFSFSFSFSF SF SF SF SF SF SF SF SF SF SF
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SF SF SFPROP. SLOPED ROCK GARDENW/SHORELINEBUFFER PLANTINGSPROP. INFILTRATION TRENCH2 FT (W) X 2 FT (D) X 112 LF323324
6 ' PRIVACY FENCETP-1WWWWWWWWW12" DIA. CULVERT INLETPIPE TO BE EXTENDEDPROP. INFILTRATION TRENCH2' (W) X 2' (D) X 185 LFSTONE SLOPEPROTECTIONLANDSCAPED WALKWAY10 FT LONG BY 5 FT WIDE BY 3 FT DEEPSTONE INFILTRATION TRENCH WITH1 SC-310 STORMTECH INFILTRATORCONNECTED TO FRONT ROOF GUTTEROLD TAX ID.#316.9-1-410 FT LONG BY 5 FT WIDE BY 3 FT DEEPSTONE INFILTRATION TRENCH WITH1 SC-310 STORMTECH INFILTRATORCONNECTED TO FRONT ROOF GUTTER30' SETBACK10 FT LONG BY 5 FT WIDE BY 3 FT DEEPSTONE INFILTRATION TRENCH WITH1 SC-310 STORMTECH INFILTRATORCONNECTED TO FRONT ROOF GUTTER35 FT SHORELINE BUFFERTO REMAIN UNDISTURBEDNO WELL OBSERVEDMUNICIPAL WATER SUPPLYNO WELL OBSERVEDMUNICIPAL WATER SUPPLYNO WELL OBSERVEDSITE PLAN & DETAILSprepared for:Thomas & Beth Portuese28 Lansburg LaneTown of Queensbury, County of Warren, State of New YorkSITE SOILS DATATEST PITTP-1TEST PITPT-1291367-01-S1LOCATION MAPSITE LOCATIONGRAPHIC SCALESITE PLANTAX MAP # 316.9-1-3 & 27.2Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigSafely.New YorkMAP REFERENCE:Hutchins Engineering PLLCWASTEWATER SYSTEM SETBACK REQUIREMENTSSITE DEVELOPMENT DATA PARCEL316.9-1-3SITE AREA:0.75-AC (32,670 SF)EXISTINGIMPERVIOUSCOVERAGECHANGE INIMPERVIOUSCOVERAGEPROPOSEDIMPERVIOUSCOVERAGEBUILDING & PORCHES684 SF2500 SF3184 SFDRIVEWAY2948 SF629 SF3577 SFSHED110 SF0 SF110 SFPATIO, STAIRS, SIDEWALK595 SF618 SF1213 SFTOTAL IMPERVIOUS4337 SF3747 SF8084 SFPERCENT IMPERVIOUS13.3 %11.5 %24.7 %PERMEABILITY86.7 %(11.5 %)75.3 %FLOOR AREA RATIOPARCEL AREA = 32,670 SF22% ALLOWABLE F.A.R.ALLOWABLE FLOOR AREA = 7187.4 SFPROPOSED TOTAL FLOOR AREAFROM ARCHITECT = 5658 SFWASTEWATER SYSTEM DESIGNZONING REQUIREMENTSZONE - WR (WATERFRONT RESIDENTIAL)MINIMUM LOT SIZE - 2-ACREFRONT SETBACK - 30'SIDE SETBACKS - 25' (LOT WIDTH <150')REAR SETBACK - 30'SHORELINE - 50'LOT WIDTH - 150'ROAD FRONTAGE -150'MAXIMUM BUILDING HEIGHT - 28'MINIMUM PERCENT PERMEABLE - 75%SITE SETBACKSREQUIRED FORWR ZONEPROPOSEDFRONT (WEST)SHORELINE50'72.66'REAR (EAST)30'31.00'SIDE (NORTH)25'111.22'SIDE (SOUTH)25'27.11'SITE DEVELOPMENT DATA PARCEL316.9-1-27.2SITE AREA:1.01-AC (43,995.6 SF)EXISTINGIMPERVIOUSCOVERAGECHANGE INIMPERVIOUSCOVERAGEPROPOSEDIMPERVIOUSCOVERAGEBUILDING0 SF0 SF0 SFDRIVEWAY1607 SF393 SF2000 SFTOTAL IMPERVIOUS1607 SF393 SF2000 SFPERCENT IMPERVIOUS3.7 %0.9 %4.6 %PERMEABILITY96.3 %(0.9 %)95.4 %AREA VARIANCE SUMMARY§179-4-050 - ROAD FRONTAGE- REQUIRED - 150 FT EXISTING - 0 FT- 100 % OF RELIEF REQUESTED
SEPTIC TANK NOTES DETAILSprepared for:Thomas & Beth Portuese28 Lansburg laneTown of Queensbury, County of Warren, State of New YorkTAX MAP # 316.5-1-3 & 27.2Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigSafely.New YorkHutchins Engineering PLLC291367-01-S2WASTEWATER SYSTEM DESIGNABSORPTION TRENCH PROFILEABSORPTION TRENCH SECTIONABSORPTION FIELD SECTIONSEPTIC TANK DETAILSYSTEM INSTALLATION NOTESSYSTEM MATERIAL SPECIFICATIONSABSORPTION FIELD AGGREGATEEFFLUENT FILTEREFFLUENT SEWER PIPEFILTER FABRICHOUSE SEWER PIPETOPSOILASPHALT PAVEMENT DETAILHOUSE ROOF INFILTRATION TRENCHCONSTRUCTION ENTRANCE DETAIL
IPFIPFIPFIPFIPFIPFMETALPOSTIPFIPFIPFCIRFIPFOLD TAX ID.#316.9-1-2EXIST. BUILDINGTO BE REMOVED RESIDENCEGARAGEPAVED DRIVEWAYBLACKTOP DRIVEGRAVEL DRIVETO BE REMOVEDSHORELINESHORELINE0.5'9.6'10.3'9.1'9.5'16.8'S 6°41'51" EN 81°08'40" W172.73'72.00'132.31'70.35'67.34'N 76°04'00" ES 0°33'33" E47.10'N 81°08'40" W184.19'N 7°06'22" E TIE LINE PROPERTY LINE 185'±ALONG HUDSON RIVERSHORE LINEBIG BAY ROADOVERHEAD WIREPOLE NM 25POLE NM 26OVERHEAD WIRELANDS NF-AMES W. PARRISHLOIS -. PARRISHBOOK 6 PAGE TAX ID. 6.5LANDS NF-AMES -. VAN DE WALKATHERINE P. VAN DE WALBOOK 66 PAGE 2TAX ID. 6.55LANDS NFTHOMAS G. PORTUESEBETH G. PORTUESEBOOK 56 PAGE 2TAX ID. 6.2.2MAP NOTE:TAX MAP #316.9-1-2 ANDTAX MAP #316.9-1-4 WASABSORBED BY TAX MAP#316.9-1-3 AND MADE ASONE LOT.(DEED b.5841 p.117)327327326
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327316 317318319323322321EXIST. WOOD DECKTO BE REMOVEDEX SHEDEX. SHED TOBE REMOVEDOLD TAX ID.#316.9-1-3WVSTEX. WOODEN STAIRSTO BE REPAIREDEX. BUILDING TOBE REMOVEDEX. DECK TOBE REMOVEDEX. DRIVE TO BE REMOVEDDEEP RIP & DECOMPACTDRIVEWAY IN SEPTIC AREAEX. WOODEN STAIRSTO BE REMOVEDSFSFSFSFSF SF SF SF SF SF SF SF SF SF SFSFSF
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WWWWWWWWWWAPPROXIMATE LOCATIONOF EX. 3/4 " COPPERWATER LINE(FIELD VERIFY LOCTION)TP-1EX DRIVEWAY TO BE REGRADEDOLD TAX ID.#316.9-1-4PERSPECTIVESECTIONSLOPEINSTALLATIONDETAILDrawing Not To Scale1.Prepare soil before installing rollederosion control products (RECPs),including any necessaryapplication of lime, fertilizer, andseed.2.Begin at the top of the slope byanchoring the RECPs in a6"(15cm) deep X 6"(15cm) widetrench with approximately 12"(30cm) of RECPs extended beyondthe up-slope portion of the trench.Anchor the RECPs with a row ofstaples/stakes approximately 12"(30cm) apart in the bottom of thetrench. Backfill and compact thetrench after stapling. Apply seed tothe compacted soil and fold theremaining 12"(30cm) portion ofRECPs back over the seed andcompacted soil. Secure RECPsover compacted soil with a rowof staples/stakes spacedapproximately 12"(30cm) apartacross the width of the RECPs.3.Roll the RECPs (A) down or (B)horizontally across the slope.RECPs will unroll with appropriateside against the soil surface. AllRECPs must be securely fastenedto soil surface by placingstaples/stakes in appropriatelocations as shown in the staplepattern guide.4.The edges of parallel RECPs mustbe stapled with approximately 2" -5" (5-12.5cm) overlap dependingon the RECPs type.5.Consecutive RECPs spliced downthe slope must be end over end(Shingle style) with an approximate3"(7.5cm) overlap. Staple throughoverlapped area, approximately12"(30cm) apart across entireRECPs width.Drawn on: 3-16-11Disclaimer:The information presented herein is general design information only. For specific applications,consult an independent professional for further design guidance.2"-5"(5-12.5cm)3B42513A12"(30cm)6"(15cm)6"(15cm) *NOTE:In loose soil conditions, the use ofstaple or stake lengths greater than6"(15cm) may be necessary toproperly secure the RECP's.3"(7.5cm)5401 St. Wendel - Cynthiana Rd.Poseyville, IN 47633PH: 800-772-2040www.tensarnagreen.comEXISTING SITE & REMOVAL PLANprepared for:Thomas & Beth Portuese28 Lansburg LaneTown of Queensbury, County of Warren, State of New YorkTAX MAP # 316.9-1-3& 27.2Call Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigSafely.New YorkMAP REFERENCE:Hutchins Engineering PLLC291367-01-S3SEDIMENT CONTROL FENCE DETAILSTABILIZATION··EROSION & SEDIMENT CONTROL NOTES·············STANDARD SPECIFICATIONS FOR SILT FENCEDEFINITIONPURPOSEAPPLICATIONDESIGN CRITERIAFABRIC MATERIAL CRITERIACONSTRUCTION SPECIFICATIONSSLOPE LENGTH/FENCE LENGTH (FT.)SLOPESTANDARDREINFORCEDSUPER